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<br />-lG- <br /> <br /> TABLE 1 <br /> ( CONTI N UED ) <br />Cross- 100- Ye ar 100- Ye ar Floodpl ain Ch anne 1 Stream Floodway Top Width Floodway1 1 Floodway <br /> Floodway <br />Sect ion Discharge Water Top Wi dth Velocity Th al weg Water Surf. Floodway Width Left Width Right Velocity <br />Number Station [1000 cfs] Surf. Elev. eft] [ft/sec] Elev. Elev. eft] eft] eft] [ft/sec] <br />491 1169+00 22.3 5156.6 180 11.6 5143.3 <br />500 1172+00 22.3 5157.6 165 10.8 5143.4 <br />510 1179+00 22.3 5158.6 160 14.1 5143.6 <br />520 1189+90 22.3 5162.2 240 7.2 5144.5 <br />530 1191 +55 22.3 5162.3 310 7.3 5144.9 <br />531 1193+00 22.3 5162.4 319 10.4 5144.9 <br />540 1197+80 22.3 5163.7 235 7.2 5146.1 <br />550 1200+60 22.3 5163.9 295 7.2 5146.4 <br />551 1201 +60 22.3 5164.0 270 8.9 5146.4 Floodway in channel <br />570 1206+80 22.3 5164.8 220 7.1 5147.5 <br />571 1207+50 22.3 5165.3 220 6.9 5147.5 <br />580 1209+50 22.3 5165.3 235 7.9 5148.2 <br />590 1213+90 22.3 5165.7 225 9.4 5148.8 <br />591 1214+30 22.3 5166.5 225 12.8 5148.8 <br />600 1219+30 22.3 5169.1 320 5.9 5148.7 <br />610 1225+30 22.3 5169.5 210 9.5 5152.5 <br />611 1226+05 22.3 5170.1 210 9.0 5152.5 <br />620 1227+25 22.3 5170.5 240 8.4 5155.2 <br />630 1230+40 22.3 5170.3 175 16.4 5157.2 <br />631 1230+90 22.3 5172.5 175 13.0 5157.2 <br />1 Measured from stationing li ne looking downstream <br />